JP4237173B2 - Hole closing jig and hole closing method using the hole closing jig - Google Patents

Hole closing jig and hole closing method using the hole closing jig Download PDF

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JP4237173B2
JP4237173B2 JP2005313109A JP2005313109A JP4237173B2 JP 4237173 B2 JP4237173 B2 JP 4237173B2 JP 2005313109 A JP2005313109 A JP 2005313109A JP 2005313109 A JP2005313109 A JP 2005313109A JP 4237173 B2 JP4237173 B2 JP 4237173B2
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hole
closing
plate
jig
hole closing
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JP2007120121A (en
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博保 皆吉
知史 玉村
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博保 皆吉
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本発明は、構造体としての、例えば立設したコンクリート電柱に設けられた孔の閉塞を手際よく、かつ完全に行うための孔閉塞用治具およびこの孔閉塞用治具を用いた孔閉塞方法に関する。   The present invention relates to a hole closing jig for efficiently and completely closing a hole provided in, for example, a standing concrete electric pole as a structure, and a hole closing method using the hole closing jig About.

近年、電柱の中空部分にモルタル等の補強材を充填して、電柱を補強する電柱の補強方法が開拓され、広く実施されるようになってきている。   In recent years, a method for reinforcing an electric pole that reinforces an electric pole by filling a hollow portion of the electric pole with a reinforcing material such as mortar has been widely practiced.

このような電柱の補強に際しては、電柱に例えば数十センチメートル程度の縦長の作業用の孔を設け、この孔から電柱内部の中空部にアラミドロッド等の補強材料を差し入れ、さらにこれらの孔を完全に埋めてから、中空部にモルタル等の補強材を充填する工法が知られる。   When reinforcing such a utility pole, a vertical work hole of, for example, several tens of centimeters is provided in the utility pole, and a reinforcing material such as an aramid rod is inserted into the hollow portion inside the utility pole from this hole, and these holes are further formed. A method of filling a hollow portion with a reinforcing material such as mortar after completely filling is known.

例えば、立設された状態の電柱の側面に穿設された孔、例えば作業用に穿設した電柱の開口を閉塞する場合、この孔に止水モルタルあるいは止水セメント等を用いて充填・閉塞する。そして、この孔の閉塞の後、閉塞に用いた止水モルタル等が凝固した後に、電柱の頂部開口に漏斗状部材を取り付け、電柱の内部の中空部に補強材(無収縮モルタルおよび鉄筋など)を投入し、該中空部を補強材で充填するようにしている。   For example, when closing a hole drilled on the side of a standing electric pole, for example, an opening of a utility pole drilled for work, the hole is filled and closed with water mortar or water cement, etc. To do. Then, after closing the hole, after the water-stopping mortar used for closing solidifies, a funnel-shaped member is attached to the top opening of the utility pole, and a reinforcing material (such as non-shrink mortar and reinforcing bar) is installed in the hollow part of the utility pole. The hollow portion is filled with a reinforcing material.

しかしながら、この施工方法の場合、作業員は、孔を閉塞する際に孔の裏側、すなわち電柱内部側から作業を行うことができないため、電柱の表面側から孔にモルタルを埋め込まなければならない。しかしながら、通常の処理では、モルタルが孔の裏側、すなわち中空部内部に落ちてしまい、数十センチメートル程度の長さの孔を埋めるためには熟練した技術が必要とされた。   However, in the case of this construction method, since the worker cannot work from the back side of the hole, that is, the inside of the electric pole when closing the hole, the mortar must be embedded in the hole from the surface side of the electric pole. However, in a normal process, the mortar falls on the back side of the hole, that is, inside the hollow portion, and a skillful technique is required to fill the hole having a length of about several tens of centimeters.

さらに充填方法や凝固が不完全な場合には、電柱の中空部分に補強用のモルタル等を充填した際に、これらモルタル等により内圧が高まり、閉塞に用いたモルタルが外部に外れ、充填したモルタルが漏れ出るおそれがあった。
特願2005−196864号
Furthermore, when the filling method and solidification are incomplete, when the mortar for reinforcement is filled in the hollow part of the utility pole, the internal pressure is increased by these mortars, etc., and the mortar used for clogging is released to the outside. Could leak out.
Japanese Patent Application No. 2005-196864

上述したように、従来の孔の閉塞方法では、モルタルによる閉塞に熟練した技術が必要とされるといった課題があった。   As described above, the conventional hole closing method has a problem that a skillful technique for closing with a mortar is required.

本発明は、上記に鑑みなされたもので、熟練していない作業者であっても、短時間でかつ容易に孔を完全に閉塞できる孔閉塞用治具およびこの孔閉塞用治具を用いた孔閉塞方法を提供することにある。   The present invention has been made in view of the above, and uses a hole closing jig capable of completely closing a hole in a short time and easily even by an unskilled operator, and the hole closing jig. It is to provide a hole closing method.

上記の課題を解決するために、請求項1の孔閉塞用治具は、構造体に設けられた孔を充填材によって閉塞する際に用いられる孔閉塞用治具であって、前記孔の裏側から当該孔を閉塞する閉塞板と、この閉塞板に対向して孔の表側に設けられ、該閉塞板を孔の位置に固定するための留め具と、前記閉塞板と留め具とを接続する接続具とを有することを要旨とする。   In order to solve the above problems, a hole closing jig according to claim 1 is a hole closing jig used when a hole provided in a structure is closed with a filler, and the back side of the hole A closing plate that closes the hole, a fastener that is provided on the front side of the hole so as to face the closing plate, and fixes the closing plate to the position of the hole, and connects the closing plate and the fastener The gist is to have a connection tool.

請求項1の孔閉塞用治具では、構造体にある孔を熟練を要すること無く、短時間でかつ容易に閉塞することができる。   In the hole closing jig according to the first aspect, the holes in the structure can be easily closed in a short time without requiring skill.

請求項2の孔閉塞用治具は、構造体に設けられた孔を充填材によって閉塞する際に用いられる孔閉塞用治具であって、多数の孔が穿設され前記構造体の孔の面積よりも大である板体であって、前記構造体の孔の裏側から当該孔にあてがわれて孔を裏側から閉塞する閉塞板と、前記構造体の孔の表側に設けられた切り欠き部分に掛合する一組以上の掛合部を有する留め具と、対向して配置された前記閉塞板と留め具とを、前記閉塞板の孔を利用して接続する接続具とを有することを要旨とする。   The hole closing jig according to claim 2 is a hole closing jig used when a hole provided in the structure is closed with a filler, and a plurality of holes are formed to A plate that is larger than the area, a closing plate that is applied to the hole from the back side of the hole of the structure and closes the hole from the back side, and a notch provided on the front side of the hole of the structure It has a fastener having one or more sets of hooking portions that are hooked to a portion, and a connecting tool that connects the closing plate and the fastener arranged to face each other using a hole of the closing plate. And

請求項3の孔閉塞用治具では、閉塞板は、パンチングメタルであることを要旨とする。   The hole closing jig according to claim 3 is characterized in that the closing plate is a punching metal.

請求項3の孔閉塞用治具では、閉塞板がパンチングメタルであることから、材料として廉価であり、またモルタルとの馴染みが良いことから、モルタルによる閉塞時にモルタルの落下を防止することができる。   In the hole closing jig according to claim 3, since the closing plate is a punching metal, it is inexpensive as a material and is familiar with the mortar, so that the mortar can be prevented from dropping at the time of closing by the mortar. .

請求項4の孔閉塞用治具は、接続具は、前記閉塞板と留め具とを締結する金属製のワイヤであることを要旨とする。   The gist of the hole closing jig according to claim 4 is that the connecting tool is a metal wire for fastening the closing plate and the fastener.

請求項5の孔閉塞用治具は、構造体に設けられた孔を充填材によって閉塞する際に用いられる孔閉塞用治具を用いた孔閉塞方法であって、前記構造体の孔の面積よりも大である板体の閉塞板を前記構造体の孔の裏側からあてがい当該孔を裏側から閉塞する工程と、少なくとも前記孔の径よりも大である外径部分を有する留め具を前記構造体の孔の表側からあてがう工程と、対向して配置された前記閉塞板と留め具とを接続具により接続する工程とを有することを要旨とする。   The hole closing jig according to claim 5 is a hole closing method using a hole closing jig used when a hole provided in the structure is closed with a filler, and the hole area of the structure Applying the closing plate of the plate body larger than the hole from the back side of the hole of the structure, closing the hole from the back side, and a fastener having an outer diameter portion at least larger than the diameter of the hole The gist of the present invention is to include a step of applying from the front side of the hole of the body and a step of connecting the closing plate and the fastener arranged opposite to each other by a connecting tool.

請求項5の孔閉塞用治具では、構造体にある孔を熟練を要すること無く、短時間でかつ容易に閉塞することができる。   In the hole closing jig according to the fifth aspect, the hole in the structure can be easily closed in a short time without requiring skill.

請求項6の孔閉塞用治具は、前記閉塞板は、パンチングメタルであることを要旨とする。   The hole closing jig according to claim 6 is characterized in that the closing plate is a punching metal.

本発明によれば、構造体にある孔の閉塞に際して熟練した技術を必要とすること無く、短時間でかつ容易に閉塞処理を行うことができる。   According to the present invention, the closing process can be easily performed in a short time without requiring a skillful technique when closing the hole in the structure.

以下、本発明の実施の形態を図面を参照して説明する。   Hereinafter, embodiments of the present invention will be described with reference to the drawings.

図1は、本発明に係る一実施の形態としての孔閉塞用治具を用いた孔閉塞方法の処理手順を示すフローチャートであり、図2乃至図6は図1に示す閉塞処理手順を工程毎に示す図である。   FIG. 1 is a flowchart showing a processing procedure of a hole closing method using a hole closing jig as one embodiment according to the present invention. FIGS. 2 to 6 show the closing procedure shown in FIG. FIG.

以下、図1乃至図6を参照して、本発明に係る一実施の形態を説明する。本実施の形態では構造体にある孔として電柱Pに穿設された側面開口11(電柱削孔部)を閉塞処理する場合を例に説明する。   Hereinafter, an embodiment according to the present invention will be described with reference to FIGS. 1 to 6. In the present embodiment, a case where the side opening 11 (electric pole drilling portion) formed in the utility pole P as a hole in the structure is closed will be described as an example.

図2を参照するに、縦長の側面開口11の左右両側に2組4個の切り欠き13を電動ドリルまたは超音波削孔機などの穿孔機Dにて形成する(ステップS11)。この切り欠き13は、後述する留め具としての鉄網19の掛止用であるので、0.5〜2cmほどの深さで直径3cmもあれば十分であり、また左右ほぼ同じ穿孔深さでかつ同じ高さ(位置)となるようにする。また、図示していないが、適宜、縦方向、上下に切り欠き13を形成しても良い。例えば、図4(c)に示す鉄網19の場合には最大横方向4組、縦方向1組の切り欠き13を穿孔する場合も想定される。   Referring to FIG. 2, two sets of four notches 13 are formed on the left and right sides of the vertically long side opening 11 by a drilling machine D such as an electric drill or an ultrasonic drilling machine (step S11). Since this notch 13 is for hooking a steel net 19 as a fastener to be described later, a depth of about 0.5 to 2 cm and a diameter of 3 cm are sufficient, and the left and right sides have substantially the same drilling depth. And make it the same height (position). Although not shown, the cutouts 13 may be formed in the vertical direction and the vertical direction as appropriate. For example, in the case of the iron net 19 shown in FIG. 4 (c), it is assumed that four sets of notches 13 in the maximum horizontal direction and one set in the vertical direction are drilled.

次に図3(c)に示すように、孔空きの閉塞板であるパンチングメタル板15を側面開口11の開口面積よりも一回りほど大きく切断したものを予め用意しておく。次に、ステップS13にあるように、パンチングメタル板15の孔に予め接続具としての結束用ワイヤ17を上下2カ所以上で通線しておく。図3(b)では鉄網19の水平方向4本の鉄線間である3カ所で留めるために3本の結束用ワイヤ17を用いている。   Next, as shown in FIG. 3 (c), a punched metal plate 15 that is a perforated blocking plate is prepared in advance so as to be cut slightly larger than the opening area of the side opening 11. Next, as shown in step S13, bundling wires 17 as connecting tools are passed through the holes of the punching metal plate 15 in advance at two or more locations. In FIG. 3 (b), three binding wires 17 are used in order to fasten at three places between the four steel wires in the horizontal direction of the iron net 19.

次に、ステップS15にあるように、この結束用ワイヤ17を手掛かりに、パンチングメタル板15を側面開口11から電柱中空部内部に挿入する。さらにこのパンチングメタル板15を電柱中空部内側から、側面開口11から結束用ワイヤ17が外側に出るようにあてがい、この結束用ワイヤ17でパンチングメタル板15を一時的に仮保持する。   Next, as in step S <b> 15, the punching metal plate 15 is inserted from the side opening 11 into the inside of the electric pole hollow portion with the binding wire 17 as a clue. Further, the punching metal plate 15 is applied from the inside of the electric pole hollow portion so that the binding wire 17 comes out from the side opening 11, and the punching metal plate 15 is temporarily temporarily held by the binding wire 17.

図4を参照するに、予め鉄網19を側面開口11の開口面積に応じて切断して切り出しておく。鉄網としては例えば10cmピッチのものが好適である。図4(c)に示す鉄網19の場合には上下4本の鉄線の内、上から1本目と4本目を前記切り欠き13に掛合させ得るように若干長めにしておく。一方、上から2本目と3本目は側面開口11の横幅よりも若干短めにして、側面開口11に掛かること無く、鉄網19を側面開口11内に配置し得るようにしておく。   Referring to FIG. 4, the iron net 19 is cut in advance according to the opening area of the side opening 11. For example, a steel net having a pitch of 10 cm is suitable. In the case of the iron net 19 shown in FIG. 4C, the first and fourth iron wires from the top and bottom are made slightly longer so that they can be engaged with the notch 13. On the other hand, the second and third ones from the top are slightly shorter than the lateral width of the side opening 11 so that the iron mesh 19 can be disposed in the side opening 11 without being hooked on the side opening 11.

次に、この鉄網19を側面開口11に電柱外側からあてがい、鉄網19を切り欠き13により掛止させた状態で結束用ワイヤ17で鉄網19を結束し固定する。つまり、電柱側壁面を裏側からパンチングメタル板15で、表側から鉄網19で挟み込むことで、パンチングメタル板15を固定する。   Next, the iron net 19 is applied to the side opening 11 from the outside of the utility pole, and the iron net 19 is bound and fixed by the binding wire 17 in a state where the iron net 19 is hooked by the notch 13. That is, the punching metal plate 15 is fixed by sandwiching the side wall surface of the utility pole with the punching metal plate 15 from the back side and the iron net 19 from the front side.

最後に、図5に示すように側面開口11を無収縮モルタルやハンディコンクリート等のモルタル21で閉塞して閉塞処理を終了する。   Finally, as shown in FIG. 5, the side opening 11 is closed with a mortar 21 such as non-shrink mortar or handy concrete, and the closing process is completed.

次に図6乃至図9を参照して、電柱の補強方法と共に本発明に係る一実施の形態を現場の状況に即して説明する。   Next, referring to FIG. 6 to FIG. 9, an embodiment according to the present invention, together with a method for reinforcing a utility pole, will be described according to the situation at the site.

まず、図6において、電柱側壁面を削孔し、側面開口11を形成する。具体的には電柱P側面の地表に近い箇所、例えば、地表から1m〜1.6mの箇所に、穿孔機Dで電柱側面の所定位置に側面開口11を形成する。この側面開口11の形状は、電柱Pの穿孔位置における電柱Pの内径によって異なるものの、水平方向の径が30〜50mm程度、鉛直方向の径が300〜400mm程度の略長方形または略楕円形(長孔)である。   First, in FIG. 6, the side wall surface of the utility pole is drilled to form the side opening 11. Specifically, the side opening 11 is formed at a predetermined position on the side surface of the utility pole by the drilling machine D at a location near the ground surface on the side surface of the utility pole P, for example, a location 1 m to 1.6 m from the ground surface. The shape of the side opening 11 varies depending on the inner diameter of the utility pole P at the drilling position of the utility pole P, but is substantially rectangular or substantially elliptical (long) having a horizontal diameter of about 30 to 50 mm and a vertical diameter of about 300 to 400 mm. Hole).

また、作業の開始に当たっては、予め電柱Pの頂部開口H若しくは側面開口11から電柱Pの中空部分に、ワイヤで吊したカメラを挿入し、このカメラで撮影した中空部の内側表面(特に側面開口11近傍)及び底部の状況の映像を外部のモニタで観察し、状況を確認しておく。 Further, when the start of the work, in advance from the top opening H T or side opening 11 of the electric pole P in the hollow portion of the electric pole P, inserting a camera suspended by wires, the inner surface (especially the side surface of the hollow portion was photographed by this camera The image of the situation in the vicinity of the opening 11) and the bottom is observed with an external monitor to confirm the situation.

次に、電柱Pの頂部に吊り糸巻き取り用リール31を設置し、頂部開口Hから電柱P中空部内を吊り糸巻き取り用リール31に巻回された吊り糸33を繰り出し、吊り糸33を降下させる。この吊り糸33の先端には錘が接続されている。この吊り糸33の先端を側面開口11より外部に引き出し、上部ロッドL上端に接続されたアラミドロッドひもと結束する。 Next, install the winding reel 31 hanging on top of the utility pole P, feeding the suspension string 33 which is wound telephone poles P winding reel 31 wound hanging hollow portion from the top opening H T, the hanging string 33 drops Let A weight is connected to the tip of the hanging thread 33. The tip of the hanging thread 33 is pulled out from the side opening 11 and bound with an aramid rod string connected to the upper end of the upper rod L.

続いて、吊り糸巻き取り用リール31に巻回された吊り糸33を巻き取り、アラミドロッドひも、上部ロッドLを順次、電柱内部を引き上げ、アラミドロッドひもが電柱頂部に達したところで、このアラミドロッドひもを電柱頂部に掛止して該上部ロッドLを吊り下げる。同様な作業を繰り返し、複数本(本実施の形態では4本)の上部ロッドLを電柱中空部内部に吊り下げる。   Subsequently, the suspension thread 33 wound around the suspension thread winding reel 31 is wound up, the aramid rod string and the upper rod L are sequentially pulled up inside the utility pole, and when the aramid rod string reaches the top of the utility pole, this aramid rod The upper rod L is suspended by hanging a string on the top of the utility pole. The same operation is repeated, and a plurality of (four in the present embodiment) upper rods L are suspended inside the utility pole hollow portion.

さらに、図8に示すように、ロッド配置用調整治具35、ロッド配置用補助具37、39等により上部ロッドLを適正な位置に配置する。   Further, as shown in FIG. 8, the upper rod L is arranged at an appropriate position by the rod arrangement adjusting jig 35, the rod arrangement auxiliary tools 37, 39, and the like.

次に側面開口11の閉塞処理を行う。まず、側面開口11の左右両側に切り欠き13を穿孔機Dにて形成する。続いてパンチングメタル板15の孔に結束用ワイヤ17を上下2カ所で通線し、この結束用ワイヤ17を手掛かりに、パンチングメタル板15を側面開口11から電柱中空部内部に挿入すると共に、鉄網19を側面開口11に電柱外側からあてがい電柱側壁面を挟み込むようにして、鉄網19を切り欠き13により掛止させた状態で結束用ワイヤ17で鉄網19を結束し固定する。最後に、側面開口11をモルタル21で閉塞して閉塞処理を終了する。   Next, the side opening 11 is closed. First, the notch 13 is formed by the punching machine D on the left and right sides of the side opening 11. Subsequently, the bundling wire 17 is passed through the hole of the punching metal plate 15 at two places, upper and lower, and the punching metal plate 15 is inserted into the inside of the electric pole hollow portion from the side opening 11 using the bundling wire 17 as a clue, and the iron The net 19 is bound to the side opening 11 from the outside of the utility pole and the side wall surface of the utility pole is sandwiched, and the iron mesh 19 is bound and fixed by the binding wire 17 in a state where the iron mesh 19 is hooked by the notch 13. Finally, the side opening 11 is closed with the mortar 21 to finish the closing process.

そして、図8を参照するに、電柱Pの頂部開口Hに漏斗状部材を取り付け、バケツから漏斗状部材を介して電柱Pの内部の中空部に補強材としての無収縮モルタルなどのモルタルMを投入し、下部ロッド、上部ロッドL、ロッド配置用調整治具35、ロッド配置用補助具37、39の間の隙間を補強材としてのモルタルMで充填する。 Then, referring to FIG. 8, the mortar M of the top opening H T of the utility pole P attached a funnel-shaped member, such as non-shrink mortar as a reinforcing material in the hollow portion of the interior of the electric pole P via a funnel-shaped member from the bucket The gap between the lower rod, the upper rod L, the rod arrangement adjusting jig 35, and the rod arrangement auxiliary tools 37 and 39 is filled with mortar M as a reinforcing material.

その後、図9に示すように、この頂部開口Hに末口蓋Tを取り付け復旧する。そして、最後に、側面開口11周辺を含む外周面を研磨し、この外周面をアラミド繊維シートSで巻回し補強することで、電柱Pの復旧を終了する。 Thereafter, as shown in FIG. 9, the end cap T is attached to the top opening H T and restored. Finally, the outer peripheral surface including the periphery of the side surface opening 11 is polished, and this outer peripheral surface is wound and reinforced with the aramid fiber sheet S, thereby completing the restoration of the utility pole P.

ここで、アラミド繊維シートSの貼付方法の一例を挙げる。まず下地としてプライマー等で下処理を行い、その後、側面開口11付近に、幅30cm程度で120tf/m(1176kN/m)の耐力を有するアラミド繊維シートSを、含浸接着樹脂を用いて、その耐力が略鉛直方向の耐力となるように2度にわたって貼付する(2層を形成)。その後、幅10cm程度で90tf/m(882kN/m)の耐力を有するアラミド繊維シートSを、その耐力が略水平方向の耐力となるように側面開口11付近を螺旋状に巻回し、固定する。これにより削孔による側面開口11付近の強度低下を防止し、開口前以上の強度を得ることができる。なお、図9では図8で示したパンチングメタル板15等の図示を省略してある。   Here, an example of the sticking method of the aramid fiber sheet S is given. First, the substrate is pretreated with a primer or the like, and then an aramid fiber sheet S having a width of about 30 cm and a strength of 120 tf / m (1176 kN / m) is formed in the vicinity of the side opening 11 using an impregnated adhesive resin. Is applied twice (forms two layers) so that the proof stress is approximately vertical. Thereafter, the aramid fiber sheet S having a width of about 10 cm and having a yield strength of 90 tf / m (882 kN / m) is wound around the side opening 11 in a spiral manner and fixed so that the yield strength is approximately horizontal. Thereby, the strength reduction near the side opening 11 due to the drilling can be prevented, and the strength before opening can be obtained. In FIG. 9, illustration of the punching metal plate 15 and the like shown in FIG. 8 is omitted.

なお、本発明は立設している電柱の孔の閉塞について説明したが、本願発明は電柱の孔に限定されないものであり、例えばコンクリート壁面等の任意の構造体の孔にも適用可能である。   In addition, although this invention demonstrated the obstruction | occlusion of the hole of the standing electric pole, this invention is not limited to the hole of an electric pole, For example, it can apply also to the hole of arbitrary structures, such as a concrete wall surface. .

またパンチングメタル板の形状が縦長の長方形の場合について説明したが、構造体の孔の形状、閉塞部分の形状(例えば構造体の孔の半分だけ閉塞する場合)に応じて、正方形、円形、小判型としても良く、さらには対応する構造体の孔の深さに応じて板圧を適宜変更すると良い。   In addition, although the case where the shape of the punching metal plate is a vertically long rectangle has been described, depending on the shape of the hole of the structure and the shape of the closed portion (for example, when only half of the hole of the structure is closed), the shape is square, circular, or oval. It is good also as a type | mold, Furthermore, it is good to change a board pressure suitably according to the depth of the hole of a corresponding structure.

さらにパンチングメタル板の材質は、ステンレスに限らず、鉄等であってもよく、特に亜鉛メッキや防錆塗装等のように防錆処理が施してあればさらに好ましい。また強度が確保出来るならば、樹脂等の任意の材質を選択することができる。このような材質の選択は、構造体の材質(コンクリート、新建材、木質系材料等)や、受ける圧力(本実施例では補強のために充填するモルタル)によって、選択されるものである。なお、パンチングメタル板の孔の形状(丸孔、長孔、角孔)や、配置(並び列、千鳥)は適宜、変更が可能である。また、それぞれの孔にエンボス加工を施して、強度を増したり、モルタルとの馴染みを良くするようにしてもよい。   Further, the material of the punching metal plate is not limited to stainless steel but may be iron or the like, and it is more preferable that rust prevention treatment is applied, such as galvanization or rust prevention coating. Moreover, if strength can be secured, any material such as resin can be selected. Such a material is selected depending on the material of the structure (concrete, new building material, wood-based material, etc.) and the pressure received (in this embodiment, mortar filled for reinforcement). In addition, the shape (round hole, long hole, square hole) and arrangement (alignment, staggered) of the holes of the punching metal plate can be changed as appropriate. Further, each hole may be embossed to increase the strength or improve the familiarity with the mortar.

本発明の孔閉塞方法の処理手順を示すフローチャート図である。It is a flowchart figure which shows the process sequence of the hole obstruction | occlusion method of this invention. 本発明の孔閉塞用治具を用いた孔の閉塞処理手順を示す図である。It is a figure which shows the blockade process procedure of the hole using the jig | tool for hole closure of this invention. 本発明の孔閉塞用治具を用いた孔の閉塞処理手順を示す図である。It is a figure which shows the blockade process procedure of the hole using the jig | tool for hole closure of this invention. 本発明の孔閉塞用治具を用いた孔の閉塞処理手順を示す図である。It is a figure which shows the blockade process procedure of the hole using the jig | tool for hole closure of this invention. 本発明の孔閉塞用治具を用いた孔の閉塞処理手順を示す図である。It is a figure which shows the blockade process procedure of the hole using the jig | tool for hole closure of this invention. 電柱の閉塞処理の処理手順を示す図である。It is a figure which shows the process sequence of the block | close process of an electric pole. 電柱の閉塞処理の処理手順を示す図である。It is a figure which shows the process sequence of the block | close process of an electric pole. 電柱の閉塞処理の処理手順を示す図である。It is a figure which shows the process sequence of the block | close process of an electric pole. 電柱の閉塞処理の処理手順を示す図である。It is a figure which shows the process sequence of the block | close process of an electric pole.

符号の説明Explanation of symbols

11…削孔部
13…切り欠き(鉄網掛止用)
15…パンチングメタル板
17…結束用ワイヤ
19…鉄網
21…モルタル
D…削孔機
P…電柱
11 ... Hole drilling part 13 ... Notch (for steel mesh)
15 ... Punching metal plate 17 ... Bundling wire 19 ... Iron net 21 ... Mortar D ... Drilling machine P ... Electric pole

Claims (6)

構造体に設けられた孔を充填材によって閉塞する際に用いられる孔閉塞用治具であって、
前記孔の裏側から当該孔を閉塞する閉塞板と、
この閉塞板に対向して孔の表側に設けられ、該閉塞板を孔の位置に固定するための留め具と、
前記閉塞板と留め具とを接続する接続具と
を有することを特徴とする孔閉塞用治具。
A hole closing jig used when closing a hole provided in a structure with a filler,
A closing plate for closing the hole from the back side of the hole;
A fastener that is provided on the front side of the hole so as to face the blocking plate, and fixes the blocking plate at the position of the hole;
A hole closing jig, comprising: a connecting tool that connects the closing plate and the fastener.
構造体に設けられた孔を充填材によって閉塞する際に用いられる孔閉塞用治具であって、
多数の孔が穿設され前記構造体の孔の面積よりも大である板体であって、前記構造体の孔の裏側から当該孔にあてがわれて孔を裏側から閉塞する閉塞板と、
前記構造体の孔の表側に設けられた切り欠き部分に掛合する一組以上の掛合部を有する留め具と、
対向して配置された前記閉塞板と留め具とを、前記閉塞板の孔を利用して接続する接続具と
を有することを特徴とする孔閉塞用治具。
A hole closing jig used when closing a hole provided in a structure with a filler,
A plate that has a large number of holes drilled and is larger than the area of the holes of the structure, and a blocking plate that is applied to the holes from the back side of the holes of the structure and closes the holes from the back side;
A fastener having one or more sets of engaging portions that engage with notch portions provided on the front side of the holes of the structure;
A jig for closing a hole, comprising: a connecting tool for connecting the closing plate and the fastener arranged opposite to each other by using a hole of the blocking plate.
前記閉塞板は、パンチングメタルであることを特徴とする請求項1または2に記載の孔閉塞用治具。   The hole closing jig according to claim 1, wherein the closing plate is a punching metal. 前記接続具は、前記閉塞板と留め具とを締結する金属製のワイヤであることを特徴とする請求項1乃至3のいずれかに記載の孔閉塞用治具。   4. The hole closing jig according to claim 1, wherein the connecting tool is a metal wire that fastens the closing plate and the fastener. 5. 構造体に設けられた孔を充填材によって閉塞する際に用いられる孔閉塞用治具を用いた孔閉塞方法であって、
前記構造体の孔の面積よりも大である板体の閉塞板を前記構造体の孔の裏側からあてがい当該孔を裏側から閉塞する工程と、
少なくとも前記孔の径よりも大である外径部分を有する留め具を前記構造体の孔の表側からあてがう工程と、
対向して配置された前記閉塞板と留め具とを接続具により接続する工程と
を有することを特徴とする孔閉塞用治具を用いた孔閉塞方法。
A hole closing method using a hole closing jig used when closing holes provided in a structure with a filler,
Applying a blocking plate of the plate that is larger than the area of the hole of the structure from the back side of the hole of the structure, and closing the hole from the back side;
Applying a fastener having an outer diameter portion at least larger than the diameter of the hole from the front side of the hole of the structure;
A hole closing method using a hole closing jig, comprising: a step of connecting the closing plate and the fastener arranged opposite to each other by a connecting tool.
前記閉塞板は、パンチングメタルであることを特徴とする請求項5に記載の孔閉塞用治具を用いた孔閉塞方法。   The hole closing method using the hole closing jig according to claim 5, wherein the closing plate is a punching metal.
JP2005313109A 2005-10-27 2005-10-27 Hole closing jig and hole closing method using the hole closing jig Expired - Fee Related JP4237173B2 (en)

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JP2009097177A (en) * 2007-10-15 2009-05-07 Hiroyasu Minayoshi Construction method for fiber sheet on columnar element
JP5251074B2 (en) * 2007-10-30 2013-07-31 エヌ・ティ・ティ・インフラネット株式会社 Repair method for reinforcing bars for concrete utility poles
JP5150658B2 (en) * 2010-02-05 2013-02-20 博保 皆吉 Hollow column obturator and hollow column occlusion method using the obturator
JP6353685B2 (en) * 2014-01-24 2018-07-04 株式会社大成Ci Standing pipe body side hole sealing structure and standing pipe body mortar placing method
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Publication number Priority date Publication date Assignee Title
RU2713214C1 (en) * 2019-10-10 2020-02-04 федеральное государственное автономное образовательное учреждение высшего образования «Национальный исследовательский Томский политехнический университет» Device for flare discharge excitation

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